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Seepage stability analysis of a deep-buried tunnel in fractured rocks based on a non-Darcy hydro-mechanical coupled method

Author(s):
ORCID


Medium: journal article
Language(s): English
Published in: Tunnelling and Underground Space Technology, , v. 142
Page(s): 105393
DOI: 10.1016/j.tust.2023.105393
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.tust.2023.105393.
  • About this
    data sheet
  • Reference-ID
    10740266
  • Published on:
    12/09/2023
  • Last updated on:
    12/09/2023
 
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